Please use this identifier to cite or link to this item: http://nopr.niscair.res.in/handle/123456789/29944
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dc.contributor.authorSingh, T N-
dc.contributor.authorRay, S K-
dc.contributor.authorSingh, D P-
dc.date.accessioned2014-11-13T06:28:39Z-
dc.date.available2014-11-13T06:28:39Z-
dc.date.issued1994-04-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/29944-
dc.description118-120en_US
dc.description.abstractThis paper mainly deals the mechanical behavior of Chunar sandstone under cyclic loading. Compressive strength decreases as the number of cycles increases from 90.62% at 100 cycles to 65.50% at 600 cycles. Results indicate that rocks are significantly weakened by cyclic loading.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJEMS Vol.01(2) [April 1994]en_US
dc.titleEffect of uniaxial cyclic compression on the mechanical behavior of rocksen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.01(2) [April 1994]

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